rd scheduled

7/30/2019 RD Scheduled

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Earth Work

1). Earth work in excavation over areas exceeding 30cm in depth, 1.5m in width as

well as 10sq.m on plan including disposal of excavated earth lead up to 50m. and lift

up to 1.5m. disposed Earth to be leveled and neatly dressed.

a).Ordinary Soil.

b).Hard Soil.

c). Hard shale and Dhunda soil.

2). Earth work in rough excavation banking excavated earth in layers not exceeding

20cm. in depth, breaking clods, watering, rolling each layer with 1/2ton roller or

wooden or Steel hammers and rolling every 3rd and topmost layer with power roller

of minimum 8 ton and dressing up in embankment for roads flood banks marginal

bund and guide banks or filling up ground depressions lead up to 50m. and lift to

1.5m.

a).Ordinary Soil.

b).Hard Soil.

c). Hard shale and Dhunda soil.

3). Earth work in surface excavation not exceeding 30cm in depth, but exceeding1.5m in width as well as 10sq.m. on plan including disposal of excavated earth lead

up to 50m. and lift up to 1.5m. disposed soil to be leveled and neatly dressed.

a).Ordinary Soil.

b).Hard Soil.

4). Surface dressing of the ground including removing vegetation and inequalities

not exceeding 15cm.deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.

a).Ordinary Soil.

b).Hard Soil.

5). Earthwork in excavation in foundation trenches not exceeding 1.5mtr. in width or10 Sqm. on plan or drains not exceeding 1.5mtr.in width or 10 sqm. on plan

including dressing of sides and ramming of bottoms lift up to 1.5m. Including getting

out the excavated soil and disposal of surplus excavated soil as directed, with in a

lead of 50m.

a).Ordinary Soil.

b).Hard Soil.

6).Filling available excavated earth (excluding rock)in trenches,plinth,sides of

foundations,etc.in layers not exceeding 20cm in depth, consolidating each deposited

layer by ramming and watering lead up to 50mtr.and lift up to 1.5m.

7).Filling in plinth with local sand under floors including watering, ramming,

consolidating and dressing complete

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1). Providing and laying in foundations and plinth cement concrete1:5:10 (1 cement:

5 river sand: 10 jhama brick aggregate 40 mm nominal size) excluding the cost of

centering and shuttering.

2).Providing and laying in foundations and plinth cement concrete1:4:8 (1 cement: 4

river sand: 8 jhama brick aggregate 40 mm nominal size) excluding the cost of


3).Providing and laying in foundations and plinth cement concrete1:3:6 (1 cement: 3

river sand: 6 jhama brick aggregate 40 mm nominal size) excluding the cost of


A) Foundations and plinth.

b).Independent piers columns and pillars up to first floor level.

4).Providing and laying cement concrete1:2:4 (1 cement: 2 river sand: 4 jhama brick

aggregate 20 mm nominal size) excluding the cost of centering and shuttering.



5).Providing and laying cement concrete1:1.5:3 (1 cement: 1.5 river sand: 3 jhama

brick aggregate 20 mm nominal size) excluding the cost of centering and shuttering.



6).Providing and laying cement concrete1:3:6 (1 cement: 3 river sand: 6 jhama brickaggregate 20 mm nominal size) excluding the cost of centering and shuttering.

a) Foundations and plinth.

b).Walls including attached buttresses pilasters and their caps

and bases and string courses etc. up to first floor level.

c).Independent piers columns and pillars up to first floor level.

7). Providing and laying cement concrete1:1:2 (1 cement: 1 river sand: 2 jhama brick

aggregate 20 mm nominal size) excluding the cost of centering and shuttering.

a) Foundations and plinth.

8).Providing and laying damp proof course 50mm thick with cement concrete 1:2:4(1cement :2 river sand:4 jhama brick aggregate 20mm.nominal size).

9).Providing and laying damp proof course 38 mm. thick with cement concrete

1:2:4(1 cement: 2 river sand: 4 jhama brick aggregate 20mm.nominal size).

10).Providing and laying damp proof course 25 mm. thick with cement concrete

1:2:4(1cement: 2 river sand: 4 jhama brick aggregate 20mm.nominal size).

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11).Extra for providing and mixing water proofing materials in cement concrete

work in the proportion recommended by the manufacturers.

12).Extra for laying concrete in or under water in foul position.

13). Extra for laying concrete in or under water or liquid mud including cost of

pumping or bailing out water and removing of slush etc.complete.

RCC WORK

1). Reinforced cement concrete work 1:2:4 (1 cement: 2 river sand: 4 brick

aggregate 20 mm. nominal gauge) in suspended floors, roofs, landing shelves and

their supports and balconies up to floor two level including finishing and plastering

the ceiling with cement mortar 1:3 (1 cement: 3 river sand) of thickness not

exceeding 6 mm. to give a smooth and over surface but excluding the cost of

centering, shuttering and reinforcement.

2). Reinforced cement concrete work 1:2:4 (1 cement: 2 river sand: 4 brick

aggregate 20 mm. nominal gauge) including finishing and plastering the exposed

surface with cement mortar 1:3 (1 cement: 3 river sand) of thickness not exceeding 6

mm. to give a smooth and over surface but excluding the cost of centering, shutteringand reinforcement in.

a).Foundations and plinth.

b).Lintels, beams, girders, bresummers and cantilevers up to floor two level.

c). Columns pillars, posts, and struts up to floor two level.

d).Stairs case (except spiral cases) excluding landings but including preparing of

the top surface.

e). In chajja.

3).Reinforced cement concrete work 1:1.5:3 (1 cement: 1.5 river sand:3 brick

aggregate 20 mm. nominal gauge) including finishing and plastering the exposedsurface with cement mortar 1:3 (1 cement:3 river sand) of thickness not exceeding 6

mm. to give a smooth and over surface but excluding the cost of centering, shuttering

and reinforcement in.

a).Foundations,footings,bases of column etc.and mass concrete.

b).Lintels, beams, girders, bresummers and cantilevers up to floor two level.

c). Columns pillars, posts, and struts up to floor two level.

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1).First class brick work in foundations and plinth in cement mortar 1:4(1cement: 4

river sand).

2).First class brick work in foundations and plinth in cement mortar 1:6(1cement: 6

river sand).

3).Extra for brickwork in superstructure above plinth level up to floor two level.

4). Extra for brickwork in 1st. floor superstructure above plinth level up to floor two

level.

5). Extra for brick work in square or rectangular pillar.

6). Extra for brick work in circular pillar.

7). Extra for making tapered surface of brick masonry.

8).Extra for 1st. class brick work curved on plan up to a mean radius not exceeding 6

metres.

9).Half brick masonry (1st. class) in cement mortar 1:4 (1cement:4 river sand) in

foundations and plinth.

10).Extra for half brick work masonry in superstructure above plinth level up tofloor two levels.

11). Half brick masonry (1st. class) in cement mortar 1:3 (1cement:3 river sand) in


12). Half brick masonry (1st. class) in cement mortar 1:6 (1cement:6 river sand) in


13).1st. class honey comb half brick work in cement mortar 1:4 (1 cement: 4 river

sand).

14).Extra for cutting or chamfering of bricks to required shape in masonry work.

15).Joining old brick work with new work.

16). Rounding of corner of bricks to required shape by cutting edges.

17).1st. class brick work 75mm thick in cement mortar 1:3 (1 cement: 3river sand) in

superstructure.

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18).Moulding and cornices in 1st class brick work in cement mortar 1:4 (1 cement: 4

river sand) girth to be measured in cm. and length in running metres.

19).Extra for laying brick work in or under water and / or liquid mud including cost

of pumping and bailing out water and removing slush etc. complete.

FINISHING WORK

1).12 mm. cement plaster 1:4 (1 cement: 4 river sand)

2). 12 mm. cement plaster 1:6 (1 cement: 6 river sand)

3).15 mm. cement plaster 1:4 (1 cement: 4 river sand) on the rough side of brick wall.

4).15 mm. cement plaster 1:6 (1 cement: 6 river sand) on the rough side of brick wall.

5).12 mm. cement plaster 1:3 (1 cement: 3 river sand)

6). 6 mm. cement plaster to ceilling1:3 (1 cement: 3 river sand

7). Neat cement punning.



10).Extra for plastering on circular not exceeding 6m. in radius.

11).Extra for providing and mixing water proofing materials in proportion

recommended by the manufactures.

12).Pointing on brick work with cement mortar 1:2 (1 cement: 2 river sand)

a).Flush pointing.

b).Ruled pointing.

c).Cut or weather struck pointing.

d).raised and cut pointing.

13).Pointing on brick work with cement mortar 1:3 (1 cement: 3 river sand)

a).Flush pointing.

b).Ruled pointing.c).Cut or weather struck pointing.

d).raised and cut pointing.

14). Pointing on brick flooring with cement mortar 1:2 (1 cement: 2 river sand)

a). Flush pointing.

b). Ruled pointing.

15). Pointing on brick flooring with cement mortar 1:4 (1 cement: 4 river sand)

a). Flush pointing.

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b). Ruled pointing

16). Removing white wash or co lour wash by scraping sand papering and preparing

the surface smooth including necessary repairs to surfaces etc. complete.

17).White washing with lime on new work (three or more coats) to give an even

shade.

18).White washing with lime on old work to give an even shade.a).In two or more coats

b). In one or more coats.

19).Co lour washing such as green, blue or buff on new work (two to more coats)

including a base coat of white washing with lime to give an even shade.

20). Colour washing such as green, blue or buff with lime on old work to give an even

shade.

a).In two or more coats.

b).In one or more coats.

21).Distempering with dry distemper of approved quality (one or more coats) and ofrequired shade on new work including priming coat of whiting to give an even shade.

22). Distempering with dry distemper of approved quality (one or more coats) and of

required shade on old work to give an even shade.

23). Applying one coat of distemper primer of approved quality on wall surface.

24). Applying one coat of cement primer of approved quality on wall surface

25). Finishing walls with water proofing cement paint of approved quality and of

required shade on new work (three or more coats) to give an even shade.

26). Finishing walls with water proofing cement paint of approved quality and of

required shade on old work (one or more coats) to give an even shade

27).Removing dry or oil bound distemper by scraping sand papering and preparing

the surface smooth including necessary repairs to scratches etc. complete.

28).Painting two coats with oil bound wood preservative of approved quality on new

work.

29). Painting one coats with oil bound wood preservative of approved quality on oldwork.

30). Applying priming coats with ready mixed primer of approved quality on

woodwork.

31). Applying priming coats with ready mixed primer of approved quality on steel

work.

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32). Applying priming coats with ready mixed genuine red lead paint of approved

quality on steel work.

33).Painting two or more coats (excluding priming coats) with superior ready mixed

paint for wood, of approved quality in all shades, on new work to give an even shade.

34). Painting one or more coats with superior ready mixed paint for woodwork, of

approved quality in all shades, on old work to give an even shade.

35). Painting two or more coats (excluding priming coats) with superior ready mixed

paint for steel, of approved quality in all shades, on new work to give an even shade.

36). Painting two or more coats on G.I. sheets with ready mixed superior paint of

approved quality, on new work to give an even shade.

37). Painting one or more coats on G.I. sheets with red superior ready mixed paint of

approved quality, on old work to give an even shade.

38). Painting two or more coats with synthetic enamel paint of approved quality in

all shades on new work to give an even shade.

39). Painting one or more coats with synthetic enamel paint of approved quality in

all shades on old work to give an even shade.

40).Wall painting two or more coats with plastic emulsion paint of approved quality

on new work to give an even shade.

41). Wall painting one or more coats with plastic emulsion paint of approved quality

on new work to give an even shade.

42). Varnishing (two or more coats) with superior quality spar varnish of approvedbrand and manufacture, on new work including an under coat of varnish with glue

sizing.

43). Varnishing (one or more coats) with superior quality spar varnish of approved

brand and manufacture, on old work.

44).Distempering (two or more coats) with oil bound washable distemper of

approved quality and of required shade on new work over including a priming coat

with distemper primer of approved quality to give an even shade.

45). Distempering (one coat) with oil bound washable distemper of approved quality

and of required shade on old work to give an even shade.

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FLOORING WORK

1).First class brick on edge flooring in cement mortar 1:4 (1 cement: 4 river sand).

2). Flat brick flooring with first class bricks in cement mortar 1:4 (1 cement: 4 river

sand).

3).Dry flat brick flooring with first class bricks and filling, joints with river sand.

4).25 mm thick cement concrete flooring 1:2:4 (1 cement: 2 river sand: 4 jhama

brick aggregate 12.5mm nominal size) finishing with a floating coat of neat cement.

5). Cement concrete to flooring 1:2:4 (1 cement: 2 river sand: 4 jhama brickaggregate 20 mm nominal size) finishing with a floating coat of neat cement.

a).40 mm thick.

b).50 mm thick.

6). Cement concrete to flooring 1:2:4 (1 cement: 2 river sand: 4 stone aggregate 20

mm nominal size) finishing with a floating coat of neat cement.

a).40 mm thick.

b).50 mm thick.

7).Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement:3

river sand)finished with a floating coat of neat cement including rounding ofjunctions with floor.

a).18 mm. thick.

b).21 mm thick.

8).40 mm thick marble chips flooring, rubbed polishing to granolithic finish, under

layer 34mm thick cement concrete 1: 2:4(1cement:2river sand:4 graded jhama

brick aggregate 12.5mm,nominal size)and top layer 6mm thick with white, black or

white and black marble chips of sizes from 1 mm to 4mm nominal size laid in cement

marble powder mix 3:1(3 cement:1 marble powder) by weight in proportion of 4:7 (4

cement marble powder mix:7 marble chips) by volume.a) Dark shade pigment with ordinary cement.

b).Light shade pigment with white cement.

c) Medium shade pigment with approximately 50 percent white cement and 50

percent ordinary cement.

d).White cement with out any pigment.

e). Light shade pigment with ordinary cement.

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9). 40 mm thick marble chips flooring, rubbed polishing to granolithic finish, under

layer 31mm thick cement concrete 1: 2:4(1cement:2river sand:4 graded jhamabrick aggregate 12.5mm,nominal size)and top layer 9mm thick with white, black or

white and black marble chips of sizes from 4 mm to 7mm nominal size laid in cement

marble powder mix 3:1(3 cement:1 marble powder) by weight in proportion of 4:7 (4

cement marble powder mix:7 marble chips) by volume.

a) Dark shade pigment with ordinary cement.

b).Light shade pigment with white cement.

c) Medium shade pigment with approximately 50 percent white cement and 50

percent ordinary cement.

d).White cement with out any pigment.


10).Marble chips skirting (upto 30 cm.height) rubbed and polished to granolithic

finish top layer 6 mm thick with white, black or white and black marble chips of

sizes from smallest to 4mm nominal size laid in cement marble powder mix 3:1 (3

cement: 1 marble powder) by weight by weight in proportion of 4:7 (4 cement

marble powder mix: 7 marble chips) by volume.

A).18 mm. thick with under layer 12 mm. thick in cement plaster 1:3 (1cement: 3

river sand).

a).Dark shade pigment with ordinary cement.

b).Light shade pigment with or white cement.

c).Medium shade pigment with approximately 50% white cement and 50%

ordinary cement.d).White cement without any pigment.


B).21 mm. thick with under layer 15 mm. thick in cement plaster 1:3 (1cement: 3

river sand).

a).Dark shade pigment with ordinary cement.

b).Light shade pigment with or white cement.

c).Medium shade pigment with approximately 50% white cement and 50%

ordinary cement.

d).White cement without any pigment.


11).Precast terrazzo tiles 20mm. thick with white, black or white and black marble

chips of sizes upto 6 mm. laid in floor, treads of steps and landings on 25 mm.thick

bed of cement mortar 1:3 (1 cement: 3 river sand) joined with neat cement slurry

mixed with pigment to match the shade of the tiles including rubbing and polishing

complete with precast tiles of:

a). Light shades using white cement.

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b). Medium shade using approximately 50% white cement and 50%

ordinary cement.

c).Dark shades using white cement.

12). White glazed tiles 6 mm. thick in flooring, skirting and dado in 12 mm.thick

cement plaster 1:3 (1 cement:3 river sand )in base and joined with whitecement(Indian make of approved quality) slurry in joins excluding cost of angles

covers, bending and cornices.

13).40 mm. thick red oxide flooring, under layer of 30 mm, thick cement concrete

1:2:4 (1 cement: 2 river sand:4 jhama brick aggregate n20 mm nominal size)&top

layer of 10mm thick plaster of cement red oxide mix (using 3.5 kgs.of red oxide of

iron per 50 kgs of cement) 1:3 (1 cement :3 river sand )finished with a floating coat

of red oxide mix of same proportion.

14). Red oxide plaster skirting 9 upto 30 cm.height ) with top layer of 6 mm.thick

plaster of cement and red oxide mix ( using 3.5 Kgs, of red oxide of iron per 50Kgs.of cement ) in mortar 1:3 (1 cement :3 river sand) finished with floating coat of

cement red oxide mix of same proportion.

a).18 mm.thick with under layer 12 mm.thick cement plaster 1:3 (1

cement: 3 river sand)

b). 21 mm.thick with under layer 15 mm.thick cement plaster 1:3 (1

cement: 3 river sand).

15). Extra for providing and fixing aluminum strips 40 mm.wide and 1.6 mm, thick

in joints of terrazzo floor.

16). Extra for providing and fixing glass strips 40 mm.wide and 1.6 mm, thick injoints of terrazzo floor.

a). 40 mm. wide and 4 mm. thick.

b). 40 mm. wide and 6 mm. thick.

17). Precast terrazzo tiles 20mm. thick with marble chips of sizes upto 6 mm. in

skirting and risers of steps not exceeding 30 cm. in height on 12 mm. thick cement

plaster 1:3 (1 cement : 3 river sand ) jointed with neat cement slurry including

rubbing and polishing complete with tiles of.

a).Light shade pigment.


ordinary cement.c).Dark shades using ordinary cement.

18). Precast terrazzo tiles 20mm. thick with marble chips of sizes upto 6 mm. fixed

on wall on 12 mm. thick cement mortar 1:3 (1 cement : 3 river sand ) jointed with

neat cement slurry including rubbing and polishing complete with tiles of.

a).Light shades using white cement.


ordinary cement.

c).Dark shades using ordinary cement

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19).Chequered terrazzo tiles 22 mm. thick with marble chips of sizes upto 6 mm. in

floors on 25 mm.thick bed mortar 1:3 (1 cement : 3 River sand)joined with neatcement slurry mixed with pigment to match the shades of the tiles including rubbing

and polishing complete.

a).Light shades using white cement.


ordinary cement.

c).Dark shades using ordinary cement

20). Extra, for terrazzo tiles are laid in treads of steps not exceeding 30 cm. in width.

21). Extra, if cut tiles other than half tiles are used in risers of steps skirting and

dado.

22). Providing and fixing 38 mm. glazed internal and external angles.

23).Providing and fitting, fixing of marble stone in flooring over 20 mm. thick 1:6

cement sand mortar with white cement in joints.

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WOOD WORK

1).Providing wood work in frames of doors, windows and clerastory windows and

their frames, wrought framed and fixed in position.

a).Gamair wood.

b).Soft wood (Chamal wood).

2). Providing wood work in frames of false ceiling, partitions etc. sawn and put in

position.

a). Karai wood.

b). Soft wood (Chamal).

3).Providing and fixing 38 mm. thick paneled, glazed or paneled and glazed shuttersfor doors, windows and clerastory windows including anodized aluminum butt

hinges with necessary screws.

a).Gamair wood.

4). Providing and fixing 35 mm. thick paneled glazed or paneled and glazed shutters

for doors, windows and clerastory windows including anodized aluminum butt


a).Gamair wood.

5). Providing and fixing 35 mm. thick paneled glazed or paneled and glazed shuttersfor doors, windows and clerastory windows including black enameled M.S.butt


a).Gamair wood.

6).Providing and fixing 19 mm. thick battened door and window shutters with

necessary ledges braces (25 mm.) including bright finished or/and black enameled

M.S butt hinges with necessary screws.

a).Second class Indian teak wood.

b). Gamair wood.

7). Extra for additional lobour for circular work such as in frames of light.

8). Providing and fixing 25 mm. thick paneled glazed or paneled and glazed shutters

for cup-board etc.i/c anodized aluminum butt hinges with necessary screws.

9). Providing and fixing flush door decorative type core of block board construction

with frame of 1st class Indian teak wood ply veneering with vertical grains or cross

bands and face veneers on both faces of shutters.

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a). 40 mm. thick including anodized aluminum butt hinges with necessary

screws.

b). 35mm. thick including anodized aluminum butt hinges with necessary

screws.

c). 30mm. thick including anodized aluminum butt hinges with necessary

screws.

d). 25mm. thick including anodized aluminum butt hinges with necessary

screws.

10). Providing and fixing 38mm. thick battened and framed door shutters i/c. bright

finished or/and black enameled M.S.butt hinges with necessary screws.

a). Gamair wood.

b). Soft wood.

11). Providing and fixing 38mm. thick louvered shutters with fixed Venetians per 12

mm. thick for windows including bright finished or/and black enameled M.S. butt


12). 25mm. thick wooden shelves supported on 40x40x6mm.T and L iron brackets

fixed at suitable distances but not exceeding 75 mm. apart in 7.5x7.5x15 cm. blocksof cement concrete mix 1:3:6 (1 cement :3 river sand: 6 jhama brick aggregate 20

mm. nominal size) with:-

a). Gamair wood.

b).Chamal wood.

13). 38 mm. thick wooden shelves supported on 40x40x6mm.T and L iron brackets

fixed at suitable distances but not exceeding 75 mm. apart in 7.5x7.5x15 cm. blocks

of cement concrete mix 1:3:6 (1 cement :3 river sand: 6 jhama brick aggregate 20

mm. nominal size) with:-

a). Gamair wood.

b).Chamal wood.

14). Providing and fixing 1st class Indian teak wood staircase hollow post made of

10m. thick planks i/c. mouldings.

15). Providing and fixing 12 mm. thick and 150 mm. wide pelmet with 25 mm. dia.

Wooden curtain rod and brackets including fixing with 25x3 mm. M.S flat 10 cm

long and plugs etc. complete.

`16).Providing and fixing 12 mm. thick 150 mm. wide pelmet with 25 mm. dia.

Wooden curtain rod and brackets including fixing with 25x3 mm. M.S. flat 10 cm.

long and plugs etc. complete.

17). Providing and fixing 38 mm. paneled glazed or panel glazed partitions fixed to

frames with iron screws etc. complete.

18). Providing and fixing plain asbestos cement sheet 6 mm. thick in partitions i/c.

fixing to frames with brass screws etc. complete with 50x12 mm. soft wood (chamal)

beading (frames to be paid separately).

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19). Providing and fixing in partitions 4 mm. thick hard board of approved quality

i/c. fixing in frames with brass screws etc. complete with 150x12 mm. wooden

beading.

20). Providing and fixing bright finished brass Furniture handle.

21). Providing and fixing 50 mm. bright finished brass cupboard wardrobe knob

with necessary screws.

22). Providing and fixing 65x35 mm.special quality bright finished brass cup-board

or wardrobe locks with 6 levers including necessary screws etc. complete.

23). Providing and fixing M.S. round or square bars at required spacing in wooden

frames of windows and clerestory windows.

24). Providing and fixing M.S Grills of required pattern in wooden frames of

windows etc. with M.S. flats square or round bars with rounded bolts and nuts or by

screws.

a). Plain grill.

25). Providing and fixing expended metal 20x60 mm. strands 8.20 mm. wide and 1.6

mm. thick for windows etc. including 62x19 mm. beading of Gamair wood.

26). Providing and fixing hard drawn steel wire fabric 75x25 mm. mesh of weight not

less than 7.75 kg per sqm. to windows frames including 62x19 mm. beading of

Gamair wood.

27). Providing and fixing fly proof galvanized M.S. wire gauge of I.S. gauge

designation 140 G with wire of dia. 0.71 mm. to windows clerestory windows and

including 62x19 mm. beading of Gamair wood.

28). Providing 40x3 mm. flat iron hold fast 40 cm. long including fixing to frames

with 10 mm. diameter bolts, nuts and wooden plugs and embedding in cement

concrete block 30x10x15 cm. beading of Gamair wood.

29). Providing and fixing sal ballies in posts,purlins,rafters posts plates etc including

cost of iron nails and spikes required and applying wood preservative on all exposed

surface.

30). Providing and fixing M.S.sliding door bolts bright finished or/and black

enameled with necessary nuts and screws etc. complete.

31). Providing and fixing M.S. handles with necessary screws etc. complete.

32). Providing and fixing M.S.Hooks and eyes.

33). Providing and fixing M.S. fan light pivots with necessary screws etc. complete.

34). Providing and fixing M.S.fan light catch with necessary screws etc. complete.

35). Providing and fixing M.S. safety hasp and staple with necessary screws etc.

complete.

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36). Providing and fixing M.S. tower bolts (barrel type) with necessary screws etc.

complete.

a).250x10 mm.

b).200x10 mm.

c). 150x10 mm.

ROOFING WORK

1). Providing G.C. sheet roofing fixed with galvanized iron J or L hocks bolts nuts8mm.dia. with bitumen and G.I. limpet washers complete, excluding the cost of

purlins, rafters and trusses.

a). 0.5 mm. thick.

2).Providing ridges or hips 60 mm. overall in plain G.I. sheet fixed with galvanized

iron J or L hooks and bolts and nuts 8 mm. dia. G.I. limpet and bitumen washers

complete.

a). 0.5 mm. thick.

3). Lobour wages for providing and making holes, cutting hoisting and placing MS

flat.

4). Providing and fixing 3 mm. thick hard board sheet ceiling of approved quality

with necessary nails etc. Complete. (Frame work to be paid separately).

5). Providing and fixing plain, square edged wooden beading 38mmx12mm section

with screws approved quality for ceiling.

a). Gamair wood.

6). Extra for making chamfered edges of beading.

7). Providing and fixing 600 mm. long 100 mm. diameter stone ware pipe in cement

mortar 1:4 (1 cement: 4 river sand).

8). Providing and fixing 600 mm. long 100 mm. diameter cement pipe in cement

mortar 1:4 (1 cement: 4 river sand).

9). Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I

pipes including cement concrete block 10cm x 10cmx 10cm. of 1:2:4 mix (1 cement :2

river sand :4 jhama brick aggregate 20 mm. nominal size ) including cost of cutting

holes and making good the wall etc.

a). 75 mm. diameter.

b).100mm. diameter.

c). 150mm. diameter.

10). Providing and fixing on wall face C.I. rain water pipes including filling the joints

with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement :2

river sand).

a). 75 mm. diameter pipes.

b).100mm. diameter pipes.

c). 150mm. diameter pipes.

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11). Providing and fixing 25 mm. to 40 mm. dia. muli bamboo roof frame at 15 cm.

c/c including G.I. wire tied complete with one layer dhari mat lining on roof frame.

12). Providing and fixing 25 mm. to 40 mm. dia. muli bamboo roof frame at 22.5 cm.

c/c including G.I. wire tied complete with one layer dhari mat lining on roof frame.

13). Providing Champa Kampa tarja ceiling with split bamboo battens and tied with

G.I. wire i/c. fitting and fixing complete.

14). Thatch roofing with superior quality sun grass on bamboo roof frame tied with

G.I. wire complete (roof frame paid to be separately).

a). 22.5 cm. thick thatching.

b). 15 cm. thick thatching.

c). 10 cm. thick thatching.

d).7.5 cm. thick thatching.

15). Ridge and hips with double dhari and layer of tarja.

16). Ridge and hips with Sun grass (new).

17). Providing and fixing 20 mm. thick wooden planks ceiling (frame work for base

to be paid separately) with MS screws.

a). Gamair wood.

b). Soft wood.

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ROAD WORK

1). Preparation of sub grade excavating earth to an average of 22.5 cm. depthdressing to camber and consolidating with road roller including making good the

undulation etc. and disposal of surplus earth lead up to 50 meters.

a). Ordinary soil.

b). Hard soil.

c). Hard shale & Dhunda Soil.

2). Laying flat brick soling and consolidation with road roller including spreading

and consolidation of binding materials moorum or earth etc. ( payment to be made

of only brick soling used excluding blinding materials).

3). First class brick edging laid lengthwise with half brick depth includingexcavation, refilling and disposal of surplus earth lead up to 50 m.

4). Labour for departmental jhama bats or jhama brick ( including bigger lumps up

to 2 bricks size ) into metal or chips and stacking the same properly as per direction

of the Engineer-in-charge within a lead of 50 m.

a). Jhama chips 50 mm. size.

b). Jhama chips 40 mm. size.

c). Jhama chips 20 to 12.5 mm size.

5). Cutting road side drains 30 cm x20 cm. to 30 cm x 30 cm. including grading &

disposal excavated earth lead up to 50 m. and lift up to 1.5 m. disposed soil to beleveled and neatly dressed.

a). Ordinary soil.

b). Hard soil.

c). Hard shale & Dhunda Soil.

6). Construction of road side drain 30 cm wide, 20 cm Deep and 10 cm thick side

walls and bed with cement concrete 1:2:4 ( 1 cement : 2 river sand :4 jhama brickaggregate 20 mm. nominal gauge) finished with 6 mm. thick cement plaster 1:3 ( 1

cement : 3 river sand) with a floating coat of neat cement finish complete as per

standard design ( Earth work to be paid separately).

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S.P.T AND TEMPORARY BRIDGES AND CULVERTS

1). Applying coal tarring two coats on new wood work.

2). Labour wages for wooden beams, decking, track way, collars wheel guard, struts,

ralling bracings of piles, battens for abutments and wing walls etc. including hosting

fitting, fixing in position with necessary spikes and nails and carrying to the site of

work, applying coal tarring two coats on new wood work, complete as per direction

of the Engineer- in-Charge (rate excluding the cost of bolts & nuts etc. but cost of

spikes & nails, labour for fitting & fixing included.)

a). Sal wood.

3). Labour charges for wood plank for walling, track way etc. including fitting, fixingin position with necessary spikes and names and applying coal tarring two coats on

new wood work complete as per direction of the Engineer-in-Charge.

4). Labour charges for driving and handling sal or nageswar piles with 3/4T monkey

including marking length in metre and part of metre run from the bottom of the

piles and including the cost of applying two coats of coal tarring complete as per

direction of the Engineer- in-Charge.

a). Below river/cherra bed level up to 5.0m.

i). 250 mm. to 300 mm.

ii).200 mm. to 250 mm.

b). Extra for driving piles.i). 250 mm. to 300 mm.

5). Labour charges for 38 mm. thick karai wood plank for walling, track way etc.

including fitting, fixing in position with necessary spikes and nails and applying coal

tarring two coats on new wood work complete as per direction of the Engineer-in-

Charge.

6).Labour charges for dressing and tapering of sal/local piles including making shoe

with end tapering up to 0.175m.from bottom of piles.

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RIVER TRAINIG WORK

1). Labour charges for Barak bamboos 75 mm. to 100 mm. dia. And making shoe

with end tapered upto 0.75 m. from the bottom of the bamboo including carriage to

the site of work complete as per direction of the Engineer-in-Charge.

2). Labour charge for driving Barak bamboo 75 mm. to 100 mm. dia. upto the length

required by heavy hammer or monkey including marking length in metre and part

of a metre complete as per direction of the Engineer-in-Charge.

3). Labour charge for fitting, fixing stout barak bamboo of 75 mm. to 100 mm. dia.

for horizontal diagonal bracings, struts etc. including carriage to the site of work andfitting, fixing complete with nails,spikes,stout wire etc. as per direction of the

Engineer-in-Charge.

4). Labour charge for double layer split bamboo tatti lining including fitting, fixing

in position complete as per the direction of the Engineer-in-charge.

5). Labour charge for ballies 100 mm. dia. well dresses and making shoe with end

tapered as per direction of the Engineer-in-Charge, including carriage of ballies to

the site of work.

a). Sal ballie.

6). Labour charge for driving sal ballie and/or 3rd. class local wood ballie 100 mm.

dia. up to the length required by heavy hammer or monkey including marking

length in metre and part of a metre as per direction of the Engineer-in-Charge.

a). 250 mm to 300 mm.

7). Labour charge for fixing ballie 100mm. dia. for horizontal and diagonal bracings,

and struts etc.including fitting, fixing complete with nails,spikes,stout wire etc.as per

direction of the Engineer-in-Charge.

a). Sal ballie 100 mm. dia.

8). Labour charge for the providing and laying light duty non NP2 pressure classR.C.C. pipes with collars and jointing with stiff mixture of cement mortar in the

proportion of 1:2 ( 1 cement:2 river sand) including joints etc. complete.

a). 600 mm. dia. R.C.C. pipe(NP2).

b). 900 mm. dia. RCC pipe (NP2).

c). 1200 mm. dia. RCC spun pipe (NP2).

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REPAIRS OF BUILDING

1). Repairs to plaster in patches of 2.5 sqm. and under i/c. cutting the patch to propershape and preparing and plastering the surface of the walls complete i/c. disposal of

rubbish to the dumping ground within 50 m. lead with cement mortar.

2). Providing and fixing wooden cleats to doors and windows with approved doors

and windows with approved fittings i/c. painting polishing or bees waxing to match

the existing shade thick iron screws.

a). Gamair wood cleats with iron hinges and screws.

b). Soft wood cleats with iron hinges and screws.

3). Supplying and fixing glass panes with putty and nails i/c. removal of broken glass

panes where necessary.a). Glass panes 2 mm. thick.

b). Glass panes 3 mm thick.

c). Frosted glass panes 2 mm. thick.

4). Removal of old putty of glass panes.

5). Re-fixing old glass panes with putty and nails.

6). Dismantling old plaster or skirting out joints and cleaning the surface for plaster

i/c. disposal of rubbish to the dumping ground within 50 m. lead.

7). Raking out joints in lime or cement mortar and preparing the surface for

repairing for repainting or replastering i/c. disposal of rubbish to the ground within

50 mtrs. Lead.

8). Providing and fixing MS fan clamp of standard shape and size in existing RCC

slab i/c. cutting chase and making good and painting exposed portion of the clamps

complete.

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DISMANTLING AND DEMOLISHING

1). Demolishing cement concrete work 1:3:6 or richer mix i/c. disposal of materialswithin 50 m. lead.

2). Demolishing cement concrete work 1:4:8 or leaner mix i/c. disposal of materials

within 50 m. lead.

3). Demolishing RCC work including stacking of steel bars and disposal of

unserviceable materials within 50 m. lead.

4).Extra for cutting reinforcement bars RCC or RB work.

5). Extra for scraping cleaning and straightening reinforcement from RCC or RBwork.

6). Demolishing brick work in cement mortar including stacking of serviceable

materials and disposal of unserviceable materials within 50 mtr. Lead.

7). Removing mortar from and cleaning brick.

8). Dismantling wood work of sectional area 40 sq.cm. and above wrought, farmed

and fixed in frames or and trusses i/c. stacking the materials within 50 mtr. Lead.

9). Dismantling doors, windows and clerestory windows (steel or wood) shutters i/cchowkhats, holdfast etc. complete and stacking within 50 mtr. Lead.

a). Of area 3 sqm. and below.

b). Of area beyond 3 sqm.

10). Dismantling steel work in single sections in channels,angles,tees and flats i/c

dismembering and stacking within 50 mtr. Lead.

11). Dismantling steel work in built up sections in angles, tees, flats and channels i/c.

all gusset plates, bolts, nuts, cutting rivets, welding etc. i/c. dismembering and

stacking within 50 mtr. Lead.

12). Dismantling G.I. sheet roofing including ridges hips, valleys and gutters etc. and

stacking the materials within 50 m. lead.

13). Demolishing thatch roofing bamboo single roofing etc. including mats, bamboo,

jafri etc. complete including stacking of serviceable materials and disposal of


14). Dismantling wooden boarding in lining of walls and partitions excluding

supporting members but including stacking within 50 m lead.

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a). Up to 10 mm. thick.

b). Thickness above 10 mm and up to 25 mm.

c). Thickness above 25 mm. and up to 40 mm.

15). Dismantling precast concrete slabs in wall, partition walls etc. including stacking

within 50 m. lead.

a). Thickness up to 40 mm.

b). Thickness above 40 mm. and up to 75 mm.

16). Dismantling cement asbestos or other ceiling or partition hard board wall

including stacking of serviceable materials and disposal of unserviceable materials

within 50 m. lead.

17). Dismantling ballies in posts, purlins or rafters including stacking within 50 mtrs.

lead.

18). Dismantling barbed wire or flexible wire rope fencing including making rolls

and stacking within 50 m. lead.

19). Dismantling asbestos sheet roofing including ridges, hips, valleys and gutters

stacking the materials within 50 m. lead.

20). Demolishing dry brick pitching in floors, drains etc. including stacking of

serviceable materials and disposal of unserviceable materials within 50 m lead.

21). Dismantling the tiles work in floors and roof laid in cement including stacking of

serviceable and disposal of unserviceable materials within 50 m lead.

a). For thickness of tiles 10 mm. to 25 mm.

b). Thickness of tiles above 25 mm. and up to 40 mm.

22). Extra for dismantling trusses, rafters, purlins etc. of steel work for every

additional span of one metre or part there of and beyond 10 mtrs.

23). Dismantling steel work in single sections in R.S. joints including dismantling and

stacking within 50 m. lead.

24). Taking out doors, windows, and clerestory windows shutters (steel or wood)

including stacking within 50 m lead.

a). Of area 3 sqm and below.

b). Of area beyond 3 sqm.

25). Dismantling woodwork of sectional area below 40 sqm. and above wrought,

framed and fixed in frames, or frames and trusses including stacking the material

within 50 m. lead.

26). Dismantling R.B. work including stacking of steel bars and disposal of


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MISCELLANEOUS

1). Making plinth protection 50 mm. thick of cement concrete 1:3:6 (1 cement : 3

river sand : 6 jhama brick aggt. 20 mm nominal size) over 75 mm bed of dry brickballast 40 mm nominal size , well rammed and consolidated and grouted with river

sand including finishing the top smooth.

2). Brick edging 7.5 cm. wide and 12.5 cm deep to plinth protection with 2nd class

bricks including grouting with cement mortar 1:4 ( 1cement : 4 river sand)

3). Making plinth protection with 2nd.Class bricks on edge in cement mortar 1:6

( 1cement : 6 river sand) over 7.5 cm. bed of dry bricks aggregate 40 mm. nominal

size over 75 mm. bed of dry brick ballast 40 mm. nominal size rammed consolidated

and grouted with river sand and top of bricks pointed with cement mortar 1:2 ( 1

cement ; 2 river sand).

4). Providing and fixing one layer of champa kampa tarja wall with split bamboo 75

mm. wide and bamboo battens of 40 mm. wide including tying with G.I. wire

complete as per drawing and as directed by the Engineer -in -Charge.

5). Providing and fixing one layer of champa kampa tarja wall with split bamboo

( tarja) 75 mm. wide and bamboo battens of 40 mm. wide including one layer of

dhari lining and tying with G.I. wire complete as per drawing and as directed by the

Engineer -in -Charge.

6). Providing and fixing muli bamboo tarja walling plain woven with split bamboo( tarja) 75 mm. wide and bamboo battens of 40 mm. wide including tying with G.I.

wire complete as per drawing and as directed by the Engineer-in-Charge.

7). Providing and fixing double layer dhari mat walling strengthen with split bamboo

battens 40 mm. wide including tying with G.I. wire complete as per drawing and as

directed by the Engineer-in- Charge.

8). Providing and fixing muli bamboo jafri including tying with G.I. complete as per

drawing and as directed by the Engineer-in- Charge.

9). Providing and fixing muli bamboo compound fencing plain woven with splitbamboo ( tarja) 75 mm. wide and bamboo battens of 40 mm. wide including tying

with G.I. wire complete as directed by the Engineer-in-Charge.

10). Providing and fixing whole muli bamboo walling with muli bamboo 40 mm. dia.

placed closely including bamboo battens tied with G.I. wire complete as per drawing

and as directed by the Engineer-in-Charge.

11). Providing and fixing jhap door ( 1.80 m x 0.90 m) for compound fencing or for

house with double layer dhari and jafri including split bamboo frames fitted and

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fixed with G.I. wire complete as per drawing and as directed by the Engineer-in-

Charge.

12). Providing and fixing jhap window ( 0.90 m x 0.75 m) with double layer dhari

and jafri including split bamboo frames fitted and fixed with G.I. wire complete as

per drawing and as directed by the Engineer-in-Charge.

13). Providing and fixing whole muli bamboo machan with barak bamboo 75 mm

dia. to 100 mm. dia. posts and runners tide with coir rope complete with one layer ofchampa kampa tarja matting as per drawing and as directed by the Engineer-in-

Charge.

14).Providing and fixing barak bamboo 75 mm. to 100mm. dia. posts etc. tied with

coir rope.

15).Renewing muli bamboo battens 40 mm. wide for tarja wall, compound fencing,

jafri etc. including removal of old battens as directed by the Engineer-in-Charge.

16).Renewing muli bamboo roof frame with new muli bamboo including removal of

old sun grass or single dhari lining etc. including tying with G.I. wire wherenecessary.

17). Repair to thatching with new sun grass (superior quality) tying with G.I. wire

complete as directed.

18). Proving and fixing karai wood railing 0.75 m. high with 7.5 cm. x 5 cm. x top

and bottom rails, 7.5 cm. x 5 cm. sides and 5 x 5 cm. intermediate vertical bars

placed at 22.5 cm. centre to centre including painting two or more coats complete as

directed.

19). Proving and fixing soft wood ( chamal`) eve board 25 mm. thick and 22.5 mm.

wide including painting two coats complete as directed.

20).Labour for providing and fixing prefabricated MS steel door including frame in

cement concrete block (15 x 10 x 10 cm.) 1:3:6 mix of jhama aggtt. 20 mm. nominal

size as per direction of Engineer-in-Charge.

21). Labour for providing and fixing prefabricated MS steel window including frame

in cement concrete block (15 x 10 x 10 cm.) 1:3:6 mix of jhama aggtt. 20 mm.

nominal size as per direction of Engineer-in-Charge.

22). Labour charge for fitting fixing of tubular truss up to 9 M span including filling

fixing of all related members as per direction of Engineer-in-Charge. Two-gavel wallwill be considered as one bay.

23). Providing and laying mud wall with puddle earth mixed with jute fibre and cow

dung and placing in blocks not more than 45 x 30 x 30 cm. size and not more than 30

cm. height at a time and rested for drying for a day or two as per direction.

24). 18 mm. thick mud plaster in two coats , 12 mm. under layer and 6 mm. top layer

including cow dung lapping mixed with mud not less than 3 mm. thick.

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25). Diluting 7 injecting chemical emulsion ( to be supplied free of cost at site of

work) for PRECONSTRUCTIONAL ANTI-termite treatment and creating a

continuous chemical barrier under and around the column pits , wall trenches,

basement excavation, top surface of plinth filling, junction of wall & floor, along the

external perimeter of building, expansion joints, over the top surface of consolidated

earth on which apron is to be laid, surroundings of pipes & conduits etc. complete as

per specifications.( plinth area of the building at ground floor only shall be measured

for payment)

Chloropyriphos Emulsifiable concentrate 20% with 15 concentration.

26). Supplying fitting & fixing mortice lock with latch, operating handle and key 6

labours connecting rod with complete set of approved quality as per direction of the

engineer in charge.

27). Supplying fitting & fixing of hydraulic door Closer of approved quality with ISI

mark ( heavy type ISI sizes) as per direction of engineer-in- charge.

28). 2 mm thick PVC sheet flooring & skirting plain coloured or mosaic mottled

finish laid with approved adhesive conforming to relevant IS code on floor/wall

including stretching cutting & fitting complete.

29). Providing & fixing PVC solid plastic door/window frames made of low density

free formed sheet 9 PVC solid plastic sheet) of overall dimensions 50 mm x 75 mm

with a maximum wall thickness of 3 mm duly reinforced with PVC solid plastic sheet

of 12 mm. thickness joints mitred & welded & fitted to CB/CC/RCC work/pillar with

flat iron hold fast 25 mm x 3 mm x 250 mm ( 4 hold fast on each side ) embedded in

1:2:4 CC block ( 1 cement :2 river sand: 4 jhama brick aggregate 20 mm. nominal

size)12.50 cm x 7.50 cm x 15.00 cm. complete as per direction of the Engineer- in

-Charge.

30).Providing & fixing PVC solid plastic door/ window shutter consisting of in fill

PVC plastic section (SASH) in the dimension of 50 x 50 mm and PVC plastic bead inthe dimension 12 x 12 with overall thickness of 8 mm. solid PVC plastic sheet with

arrangement for locking system analyzed aluminum hinges ( 3 hinges on each side)

complete as per direction of the Engineer-in-Charge.

31).Providing and fixing 1 mm. thick MS Steel door with frame of 40 x 40 x6 mm

angel iron and 3 mm MS Gusset Plates at the junctions and corners all necessary

fittings complete, including applying a priming coat of approved steel primer.

a).Using MS angles 40 x 40 x 6 mm for diagonal braces.

b).Using flats 30 x 6 mm for diagonal braces & central cross piece.

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M-II/M-III HAND PUMP

Sl.

No

Activity (Description) Unit Materials Labour

1. Drilling & boring of 40 mm.

dia. pilot hole by any suitablemethod and withdrawing the

same after selecting the

aquifer (staging should not

be dismantled if aquifer is

found suitable)

Mtr. HS=0.07 Nos.

SK=0.193Nos.S/SK=0.426Nos.

USK=0.186 Nos.

2. Reaming the borehole of 40

mm. dia. to an enlarge

borehole of 80 mm. dia. by

any suitable method.

Mtr. HS=0.04 Nos.

SK=0.124 Nos.

S/SK=0.271 Nos.

USK=0.116 Nos.

3. Reaming the borehole of 80mm. dia. to an enlarge

borehole of 150 mm. dia. by

any suitable method.

Mtr. HS=0.081 Nos.SK=0.324 Nos.

S/SK=0.833 Nos.

USK=0.269 Nos.

4. Lowering and handling of 40

mm dia. (GI) nominal bore

(medium) quality pipe

including 40 mm. dia. Brass

Strainer with suitable steel

cutter/ threading/jointing


Mtr. Blind pipe =1

No/Job. Brass

Strainer =3

Nos/Job. Pipe

=0.16 Nos./Mtr.

HS=0.023 Nos.

SK=0.07 Nos.

S/SK=0.145 Nos.

USK=0.041 Nos.

5. Lowering and handling 100mm. dia. nominal bore (GI

pipe) with suitable steel

cutter/threading/jointing


Mtr. Pipe=0.16nos./Mtr. HS=0.043 Nos.SK=0.129 Nos.

S/SK=0.27 Nos.

USK=0.075 Nos.

6. Fitting fixing of India Mark-

III hand pump (Leg shall be

embedded in CC base)

including handling &

lowering of 65 mm.dia. GI

pipe connected with cylinder

at one end and water tank inother end including fitting

fixing of connecting rod with

cylinder also with chain

coupling etc. complete as per

direction of Engineer -in-

charge.

1job M-II/M-III = 1

No.

HS=0.40 nos.

SK=1.20 nos.

S/SK=2.5 nos.

U/SK=0.7 nos.

7. Development of tube

well by pumping out the tur-

bid water till clean sand free

1job. SK=2 Nos. U/SK=2

Nos.

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28/30

water is obtain as per

direction of Engineer-in-

Charge.

STEEL WORTK

1. Labour charges for fitting

fixing collapsible steel

shutters with vertical

channels 20x10x2 mm. bracedwith flat iron diagonals 20x5x

mm.size top and bottom rails

of iron 40x40x6 mm. with 38

mm. dia. steel pulleys

,complete with

bolts,nuts,locking

arrangements,stoppers,handle

s,including applying a

priming coat of red lead paint.

sqm HS=1.00 nos.

USK=2.00 nos.

2. Supplying and fixing rolling

shutters of approved makemade of 80x1.35 mm MS laths

interlocked together through

their entire length and jointed

together at the end by end

locks mounted on specially

designed pipe shaft with

brackets, side guides and

arrangements for inside and

outside locking with push and

pull operation complete but

including the fixing of the topcover, ball bearings and

spring.

sqm Rolling shutter

=1 Sqm.

HS=0.667 nos.

S/SK=0.943 nos.

3. Providing and fixing MS

round holding down bolts

with nuts and washer plates

complete.

Qtl. H.D bolts (60

mm.dia. @ 1.58

kg/mt.)

Plate (100x100x6

mm. @ 47

kg/mt.)

SK=0.597 Nos.

4. Steel work in single section

including cutting, hoisting,

fixing in position andapplying a priming coat of red

lead point.

a). In R.S. Joists.

Qtl.

HS=0.14 NOS.

SK=0.08 NOS.

USK=0.23 NOS.

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b).In tees angles & channels. Qtl. HS=0.2 nos. SK=0.12

nos. USK=0.4 nos.

c). In flats. Qtl. HS=0.14 NOS.

SK=0.08 NOS.

USK=0.23 NOS.

5. Welding by gas plant. Cm.

Leng

th

Welding

Rod=0.01 nos.

Cost of Gas

L.S.=24.00

SK=0.015 nos. USK=

0.004 nos.

6. Welding by electric Plant. Cm.

Leng

th

Welding

Rod=0.01 nos.

ElectricityCharge =0.08

unit.

SK=0.006 nos.

USK=0.002 nos.

ROOF TREATMENT

1. Removing all existing

treatment including tar felt /

plaster / lime concrete etc.

and clearing the roof surface

by clear water and lifting the

same within 50 mtr.lead asper direction of Engineer-in-

Charge.

Sqm. Nil HS=0.054 No.

SK=0.079 No.

S/SK=0.15 No.

USK=0.54 No.

2. Applying bond coat

consisting requisite quantity

of water proofing compound

by weight with cement slurry

(2.75 kg)/sqm. (as

recommended by Engineer-

in-Charge).

Sqm. Latex=250 ml

Cement=1 kg

HS=0.03 No.

U/SK=0.03 No.

3. Providing and applying

specialized chemical waterproofing treatment using

requisite quantity of water

proofing compound two

coats (as recommended by

Engineer-in-Charge). By

brush 2 kg to 2.5 kg.

Sqm. Water proofing

materials =2 to2.5 kg.

HS=0.11 No.

USK=0.11 No.

4. Cement concrete 1:2:4 (1

cement: 2 river sand: 4

jhama brick aggregate 10

Sqm. Cement=0.26

bag. Sand=0.025

Cum. Brick

HS=0.035 Nos.

SK=0.03 Nos.

S/SK=0.105 Nos

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30/30

mm. size) 40 mm. thick using

water proofing admixture IS-

9103 @ ratio 100 ml/50 kg.

bag of cement and curing the


aggregate =0.035

Cum.

Admixture= 100

ml/50 kg. bag of

cement.

USK=0.248 Nos.

5. Applying polymer modified

cement based compound

repair mortar for repairing

the cracks of wall and beam,channel, edged etc. after

making V shaped grove

and cleaning the loose

particle by brushing and

saturated the surface by

clean water and filled the

groove by Euco Damit

Hydroplug with a ratio of

1.4 kg. per mtr. And

saturated the surface for 2

days with clean water.

Mtr. Euco Demit=1.4

kg

HS=0.15 Nos.

USK=0.596 Nos.

6. Mix latex: Water: Cement @

(250 ml: 500ml: 1 kg.) and

apply by brush on the walls

as prime coat.

Sqm. Latex =250

ml. Cement=1kg.

HS=0.03 Nos.

U/SK=0.03 Nos.

7. Applying one coat of

Eucoseal after mixing 1 part

Eucoseal with 300 ml. of

water over the prime coast

when the prime coat is dry.

Using 1 kg of Eucoseal

Sqm. Eucoseal=1 kg. HS= 0.057 Nos.

U/SK=0.09 Nos.

rd scheduled

Documents